A 2.5km long pipe connects two reservoirs as shown. The minor head losses are estimated to be 10% of the major head loss. M L = 2.5 km D = 600 mm f = 0.018 Determine the discharge in the pipe. None of the choices 0.534 cu.m/s 0.285 cu.m/s 0.327 cu.m/s 0.854 cu.m/s 15 m

A 2.5km long pipe connects two reservoirs as shown. The minor head losses are estimated to be 10% of the major head loss. M L = 2.5 km D = 600 mm f = 0.018 Determine the discharge in the pipe. None of the choices 0.534 cu.m/s 0.285 cu.m/s 0.327 cu.m/s 0.854 cu.m/s 15 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

subject: hydraulics engineering

A 2.5km long pipe connects two reservoirs as shown. The minor head losses are estimated to be 10% of the major head loss.
M
L = 2.5 km
D = 600 mm
f = 0.018
Determine the discharge in the pipe.
None of the choices
0.534 cu.m/s
0.285 cu.m/s
0.327 cu.m/s
0.854 cu.m/s
15 m

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